Bridge Statistics for Sturgis, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 41228112,  Location: 2.5 MI. SE WHITEWOOD (Lat: 44.443850,  Lng: -103.590714),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 335 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 335 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SPRING CK,  Facility Carried by Structure: I-90 SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 27.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41229111,  Location: 3 SE SD 34 N INTERCH (Lat: 44.444347,  Lng: -103.589881),  Route carried "on" structure: Interstate 90,  Year Built: 1968,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,245 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,630 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SPRING CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 41229112,  Location: 3 SE SD 34 N INTERCH (Lat: 44.444100,  Lng: -103.590222),  Route carried "on" structure: Interstate 90,  Year Built: 1967,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,245 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,630 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SPRING CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 41231144,  Location: 4.2 SW JCT 90/14A (Lat: 44.394681,  Lng: -103.587731),  Route carried "on" structure: Alternate US 14,  Year Built: 1999,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,404 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,279 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.520,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: 41233142,  Location: 2.9 W I 90 INTERCH (Lat: 44.398739,  Lng: -103.583969),  Route carried "on" structure: Alternate US 14,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,404 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,279 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR BUTTE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.775,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 41234145,  Location: 3.5 W I 90 INTERCH (Lat: 44.396469,  Lng: -103.582039),  Route carried "on" structure: Alternate US 14,  Year Built: 2000,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 6,404 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,279 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BEAR BUTTE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.389,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47002437,  Location: 0.1 E LAWRENCE CO LINE (Lat: 44.406361,  Lng: -103.565781),  Route carried "on" structure: Alternate US 14,  Year Built: 2000,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 6,404 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,279 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BEAR BUTTE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.562,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47009426,  Location: WEST EDGE OF STURGIS (Lat: 44.422411,  Lng: -103.551747),  Route carried "on" structure: City street 7711,  Year Built: 2006,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 875 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,105 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO BEAR BUTTE CK,  Facility Carried by Structure: WHITEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018

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Structure Number: 47010424,  Location: 1 W STURGIS (Lat: 44.423900,  Lng: -103.549222),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 33 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 33 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CK,  Facility Carried by Structure: ALDER PL.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 94.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $15,000,  Wearing Surface/Protective System: Membrane: Preformed Fabric

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Structure Number: 47010426,  Location: 1 E LAWRENCE CO LINE (Lat: 44.423403,  Lng: -103.549417),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,290 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,478 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.735,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020

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Structure Number: 47014427,  Location: WEST EDGE OF STURGIS (Lat: 44.419878,  Lng: -103.542103),  Route carried "on" structure: City street 6545,  Year Built: 2006,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 875 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,105 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BEAR BUTTE CK,  Facility Carried by Structure: WHITEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47015425,  Location: 0.5 W STURGIS (Lat: 44.421675,  Lng: -103.539589),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 33 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 33 (year 2032),  Design Load: HS 20,  Features Intersected: CK,  Facility Carried by Structure: AVALANCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 47015426,  Location: 0.4 W US 14A INTERCH (Lat: 44.421392,  Lng: -103.539714),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 6,245 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,855 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEAR BUTTE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47015427,  Location: 0.4 W US 14A INTERCH (Lat: 44.421175,  Lng: -103.539822),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 6,245 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,855 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEAR BUTTE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47018428,  Location: EXIT 30 US14A/SD34 INTERC (Lat: 44.418678,  Lng: -103.531925),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US014A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.731,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $718,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 4701843,  Location: EXIT 30 US14A INTERCHANGE (Lat: 44.418578,  Lng: -103.532236),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US014A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.731,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $720,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 4701943,  Location: 0.2 SE US 14A INTERCH (Lat: 44.416128,  Lng: -103.529653),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.053,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47019431,  Location: 0.2 SE US 14A INTERCH (Lat: 44.416225,  Lng: -103.530072),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.053,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47024427,  Location: 9TH ST - STURGIS (Lat: 44.419567,  Lng: -103.521136),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 488 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 488 (year 2032),  Design Load: HL 93,  Features Intersected: BEAR BUTTE CK,  Facility Carried by Structure: NINTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47024429,  Location: 0.6 E I 90 INTERCH (Lat: 44.416361,  Lng: -103.521594),  Route carried "on" structure: State highway 34,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 8,587 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,413 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.410,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47024438,  Location: 0.9 NW STURGIS INTERCH (Lat: 44.403192,  Lng: -103.520211),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: H 20,  Features Intersected: DOLAN CK RD (FAS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.694,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47024439,  Location: 0.9 NW STURGIS INTERCH (Lat: 44.403061,  Lng: -103.520492),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: H 20,  Features Intersected: DOLAN CK RD (FAS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.694,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 47028443,  Location: 0.3 NW STURGIS INTERCH (Lat: 44.397700,  Lng: -103.512586),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DEADMAN GULCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.563,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 47028444,  Location: 0.3 NW STURGIS INTERCH (Lat: 44.397489,  Lng: -103.512733),  Route carried "on" structure: Interstate 90,  Year Built: 1963,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,855 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DEADMAN GULCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.563,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 47030429,  Location: JUNCTION AVE - STURGIS (Lat: 44.417311,  Lng: -103.509136),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 800 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BEAR BUTTE CK,  Facility Carried by Structure: JUNCTION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47030443,  Location: 0.1 NW STRGS INTERCHANGE (Lat: 44.396594,  Lng: -103.508511),  Route carried "on" structure: Interstate 90,  Year Built: 2005,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 10,325 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,293 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: VANOCKER CANYON, CP/DM&E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.934,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47030444,  Location: 0.1 NW STRGS INTERCHANGE (Lat: 44.396328,  Lng: -103.508453),  Route carried "on" structure: Interstate 90,  Year Built: 2006,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 10,325 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,293 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: VANOCKER CANYON, CP/DM&E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.934,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47031438,  Location: FULTON ST - STURGIS (Lat: 44.404136,  Lng: -103.506100),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: DEADMAN GULCH,  Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 47031439,  Location: MARSHALL ST - STURGIS (Lat: 44.403386,  Lng: -103.507739),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: DEADMAN GULCH,  Facility Carried by Structure: MARSHALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 47032429,  Location: 200' N INT OF SLY/DUDLEY (Lat: 44.417078,  Lng: -103.509139),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2034),  Design Load: HL 93,  Features Intersected: BEAR BUTTE CK,  Facility Carried by Structure: SLY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.0m (6.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.0m (6.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 47033444,  Location: STURGIS INTERCHANGE (Lat: 44.395353,  Lng: -103.503675),  Route carried "on" structure: Interstate 90,  Year Built: 2005,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 10,325 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,293 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: JUNCTION AVE - STURGIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.159,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47033445,  Location: STURGIS INTERCHANGE (Lat: 44.395064,  Lng: -103.503597),  Route carried "on" structure: Interstate 90,  Year Built: 2006,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 10,325 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,293 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: JUNCTION AVE - STURGIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.159,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47033449,  Location: 0.5S EXIT 32 - STURGIS (Lat: 44.385822,  Lng: -103.504200),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,900 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: VANOCKER CK,  Facility Carried by Structure: VANOCKER CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 47040395,  Location: 3.5N & 1E STURGIS (Lat: 44.466992,  Lng: -103.488289),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 91 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SPRING CK,  Facility Carried by Structure: BEAR BUTTE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 47018428,  Location: EXIT 30 US14A/SD34 INTERC (Lat: 44.418678,  Lng: -103.531925),  Route carried "under" structure: Alternate US 14,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,534 (year 2021),  Truck Traffic: 5%,  Features Intersected: US014A,  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 85.311,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 4701843,  Location: EXIT 30 US14A INTERCHANGE (Lat: 44.418578,  Lng: -103.532236),  Route carried "under" structure: Alternate US 14,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,534 (year 2021),  Truck Traffic: 5%,  Features Intersected: US014A,  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 85.263,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 47023432,  Location: SHERMAN ST (Lat: 44.414719,  Lng: -103.522222),  Route carried "under" structure: City street ,  Year Built: 1914,  Structure Length: 0. m,  Average Daily Traffic: 1,539 (year 1997),  Truck Traffic: 1%,  Features Intersected: SHERMAN STREET,  Facility Carried by Structure: CP/DM&E RR
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 47024438,  Location: 0.9 NW STURGIS INTERCH (Lat: 44.403192,  Lng: -103.520211),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 2%,  Features Intersected: DOLAN CK RD (FAS),  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 47024439,  Location: 0.9 NW STURGIS INTERCH (Lat: 44.403061,  Lng: -103.520492),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 2%,  Features Intersected: DOLAN CK RD (FAS),  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 47026433,  Location: FIFTH ST (Lat: 44.411522,  Lng: -103.517411),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1997),  Truck Traffic: 1%,  Features Intersected: FIFTH STREET,  Facility Carried by Structure: CP/DM&E RR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 47030443,  Location: 0.1 NW STRGS INTERCHANGE (Lat: 44.396594,  Lng: -103.508511),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,729 (year 2020),  Truck Traffic: 3%,  Features Intersected: VANOCKER CANYON, CP/DM&E,  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 47030444,  Location: 0.1 NW STRGS INTERCHANGE (Lat: 44.396328,  Lng: -103.508453),  Route carried "under" structure: County highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 7,729 (year 2020),  Truck Traffic: 3%,  Features Intersected: VANOCKER CANYON, CP/DM&E,  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 47033444,  Location: STURGIS INTERCHANGE (Lat: 44.395353,  Lng: -103.503675),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 6,446 (year 2020),  Truck Traffic: 4%,  Features Intersected: JUNCTION AVE - STURGIS,  Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 47033445,  Location: STURGIS INTERCHANGE (Lat: 44.395064,  Lng: -103.503597),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 6,446 (year 2020),  Truck Traffic: 4%,  Features Intersected: JUNCTION AVE - STURGIS,  Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)